Page 16 - ZSi-Foster Channel Loads

W210H - 14 Gauge Channel

7
9
5
5
1 ⁄8" x 1 ⁄8" (41mm x 41mm) with ⁄16" holes on 1 ⁄8" centers.

5
1 ⁄8" 41mm
7 ⁄8" 22mm
3 ⁄8" 10
mm
5
X 1 ⁄8" X 41mm
0.73" 19mm

Y Y W210H Section Properties
Area of
Wt.. X-X Axis Y-Y Axis
Lbs./Ft. Section
2
in.
(Kg/M) lx in. 4 Sx in. 3 rx. in. ly in. 4 Sy in. 3 ry in.
2
(cm ) (cm ) (cm ) (cm) (m ) (cm ) (cm)
3
4
3
4
1 .42 0 .417 0 .148 0 .169 0 .596 0 .183 0 .225 0 .662
(2.11) (2.69) (6.16) (2.77) (1.51) (7.62) (3.69) (1.68)
W210H - Allowable Beam Loads
Max. Defl. Uniform Load at Deflection Max. Defl. Uniform Load at Deflection
Span Uniform at Span Span Span Lateral Span Uniform at Span Span Span Lateral
Load Load /180 /240 /360 Bracing Load Load /180 /240 /360 Bracing
In Lbs In Lbs Lbs Lbs Reduction mm kN mm kN kN kN Reduction
12 2,698 0 .01 2,698 2,698 2,698 1 .00 300 12.2 0.36 12.2 12.2 12.2 1.00
24 1,349 0 .06 1,349 1,349 1,349 0 .99 600 6.1 1.44 6.1 6.1 6.1 1.00
36 903 0 .13 903 903 684 0 .88 900 4.1 3.24 4.1 4.1 3.1 0.89
48 675 0 .23 675 580 380 0 .77 1,200 3.0 5.75 3.0 2.7 1.8 0.77
60 542 0 .37 494 371 247 0 .66 1,500 2.5 9.05 2.2 1.7 1.1 0.67
72 447 0 .52 342 257 171 0 .57 1,800 2.0 12.94 1.6 1.2 0.8 0.58
84 390 0 .72 247 190 124 0 .50 2,100 1.7 17.55 1.1 0.8 0.6 0.50
96 333 0 .92 190 143 95 0 .45 2,400 1.5 23.01 0.9 0.7 0.4 0.45
108 304 1 .20 152 114 76 0 .41 2,700 1.4 29.12 0.7 0.5 0.3 0.41
120 266 1 .44 124 95 57 0 .38 3,000 1.2 36.20 0.5 0.4 0.3 0.39

W210H - Allowable Column Loads
Max. Max. Column Load Applied at C.G. Max. Max. Column Load Applied at C.G.
Unbraced Slot Face Unbraced Slot Face
Height K = 0.65 K = 0.80 K = 1.0 K = 1.2 Height K = 0.65 K = 0.80 K = 1.0 K = 1.2
Load Load
In Lbs Lbs Lbs Lbs Lbs mm kN kN kN kN kN
12 3110 9250 9020 8660 8250 300 13.8 41.2 40.3 38.7 36.9
24 2880 8030 7330 6360 5420 600 12.9 35.9 32.9 28.6 24.5
36 2460 6480 5420 4190 3210 900 11.1 29.1 24.5 19.0 14.6
48 1980 4990 3830 2760 2160 1,200 8.9 22.6 17.4 12.5 9.8
60 1570 3740 2760 2050 1640 1,500 7.1 17.0 12.5 9.3 7.4
72 1300 2860 2160 1640 1320 1,800 5.9 13.0 9.8 7.4 6.0
84 1100 2310 1780 1370 1110 2,100 5.0 10.5 8.1 6.2 5.0
96 950 1950 1520 1170 950 2,400 4.3 8.9 6.9 5.3 4.3
108 840 1690 1320 1030 KL/r >200 2,700 3.8 7.7 6.0 4.7 KL/r >200
120 750 1490 1170 KL/r >200 KL/r >200 3,000 3.4 6.8 5.3 4.1 KL/r >200
Beam loads shown are total uniform load, including the channel weight, for a simple span supported at each end that is adequately laterally braced.
Refer to pages 3 - 6 for other beam support conditions.

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